• 멤브레인
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• 제2권2호
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• pp.104-111
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• 1992

A curved channel duct is designed, built and used specifically to produce Dean vortices as a result of flow around a $180^{\circ}C$ curve. We present evidence using optical reflection of the existmace of the vortices in the curved section and following flat section. Also, three different feed soludons(DI water, a monodispersed styrene-divinyl-benzene latex particle suspension and a yeast suspension) were used to determine the effectiveness of Dean instabilities to destabilize polarization layers. For each suspension, the flux data were compared as a function of time for flow conditions with and without Dean vortices, for a $0.2{\mu}m$ microfiltration membrane. Any permeation flux improvement was not sustained for $2.0De_c$ due to the vortex-decay in the flat section after the curved channel, but a 15~30% permeation improvement was obtained for $3.8De_c$.

• 한국막학회:학술대회논문집
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• 한국막학회 2005년도 추계 총회 및 학술발표회
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• pp.133-147
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• 2005

In order to investigate applicability for 2,2,2-trifluoroethyl methacrylate (TFEMA) produced by esterification of 2,2,2-trifluoroethanol(TFEA) and methacrylic acid(MA) using pervaporation membrane, poly(vinyl alcohol) (PVA) composite membranes were prepared with glutaraldehyde(GA) onto porous polyethersulfone(PES) support. The degree of crosslinking and thickness of PVA coating layer were analyzed by swelling test and SEM(scanning electron microscopy), respectively. Pervaporation test was done with two feed mixures; TFEA/water, MA/water. The pervaporation data were obtained as a function of content of crosslinking agent, feed composition, and operating temperature, respectively. In case of TFEA-water(90/10 wt%) feed mixture at $80^{\circ}C$, the optimized membrane showed the high permeation flux of 1.5 $kg/m^2hr$ and separation factor of 320. In case of MA-water(90/10 wt%) feed mixture, the membranealso showed high permeation flux of 2.3 $kg/m^2hr$ and separation factor of 740 in same conditions.

• 한국지반공학회논문집
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• 제19권2호
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• pp.159-170
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• 2003

본 연구에서는 재료분야에서 최근의 기술동향인 고강도.고침투성.고내구성 및 환경에 대한 안정성이 높은 주입재료의 배합설계를 실시하여 주입목적, 지반조건에 따른 주입효과와 환경적 영향성을 분석.검토함으로써 현장적용시 주입설계의 기초자료로 제안하고자 한다. 주입재의 물리, 역학.화학적 특성 및 입자형상을 파악하고 작업성과 침투범위 조정에 필수적인 겔타임을 조정하였다. 또한 실내모형시험을 통하여 고결성, 침투성 및 내구성 평가를 수행하였다. 환경적 영향평가를 위해 본 연구에서 사용된 재료는 현장에서 일반적으로 사용되는 보통포틀랜드시멘트, 고로슬래그시멘트와 초미립자시멘트를 사용하였다. 시멘트계 그라우트재에서의 6가 크롬의 용출특성을 판단하기 위해 원재료의 6가크롬 함유량 시험과 pH변화에 따른 6가크롬의 용출변화량 시험 그리고 그라우트가 적용되는 주변환경에 따른 특성파악을 위해 호모겔을 제작하여 양생수를 각각 초순수, 침출수로 하여, 양생수에 따른 그라우트 호모겔의 일축압축강도 및 6가크롬 용출량의 변화를 시험하였다.

• 멤브레인
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• 제21권3호
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• pp.290-298
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• 2011

팔라듐이 코팅된 $V_{53}Ti_{26}Ni_{21}$ 합금 분리막을 통해 수소 투과시 혼합가스의 영향에 대해 알아보았다. 순수 수소, 수소, 이산화탄소 및 일산화탄소의 혼합가스를 공급가스로 주입할 때, $450^{\circ}C$, 1-3 bar의 압력에서 팔라듐이 코팅된 $V_{53}Ti_{26}Ni_{21}$ 합금 분리막의 수소 투과 실험을 수행하였다. 수소만을 공급한 투과 실험에서 팔라듐 코팅된 $V_{53}Ti_{26}Ni_{21}$ 합금 분리막(두께: 0.5 mm)의 수소 투과량은 3 bar, $450^{\circ}C$ 조건에서 $5.36mL/min/cm^2$였다. 또한 수소/이산화탄소, 수소/일산화탄소 및 수소/이산화탄소/일산화탄소를 공급한 투과실험에서 $V_{53}Ti_{26}Ni_{21}$ 합금 분리막의 수소 투과량은 각각 4.46, 5.20, $3.91mL/min/cm^2$였다. 따라서, 수소/이산화탄소, 수소/일산화탄소 및 수소/이산화탄소/일산화탄소 혼합가스를 각각 공급할 때 투과량은 온도와 압력에 상관없이 수소 분압 감소만큼 감소하였고 모든 경우 Sievert 법칙을 잘 만족시켰다. 투과 후 분리막의 XRD 결과로부터 $V_{53}Ti_{26}Ni_{21}$ 합금 분리막은 여러 혼합가스에 대해 안정성과 내구성이 우수하다는 것을 알 수 있었다.

• 한국막학회:학술대회논문집
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• 한국막학회 2004년도 Proceedings of the second conference of aseanian membrane society
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• pp.105-108
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• 2004

Since Kyoto protocol in 1997, carbon dioxide recovery using membranes has been attended due to its potential applications to recover high purity carbon dioxide with low processing cost. Because carbon dioxide membrane should operate in chemically and thermally severe conditions and requires high permeance, an inorganic membrane is more favorable than a polymeric membrane.(omitted)

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1990년도 가을 학술발표회 논문집
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• pp.107-112
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• 1990

Chromatograms of asphalt cements were observed using high pressure - gel permeation chromatography (HP-GPC). The chromatogram characterzed profile of molecular size distribution of asphalt cements. Bituminous concretes using the asphalt cements were prepared in laboratory to measure mechanical properties, tensile strength (TS) and resilient modulus (MR), in dry and wet conditions. Three sources of AC-20 Asphalt cements and one aggregates were used for GPC test and strength test. Results of mechanical property tests and GPC tests were analyzed to evaluate correlation between those two results. Regression analysis showed strong correlation between a mechanical property and sliced percent areas of GPC profile. Mathematical models were developed for estimating mechanical properties of asphalt cement concrete based on HP-GPC data.

• 멤브레인
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• 제22권1호
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• pp.16-22
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• 2012

팔라듐이 코팅된 $V_{99.8}B_{0.2}$ 합금 분리막을 통해 sweep 가스를 사용하지 않고 수소 투과 시 혼합가스의 영향에 대해 알아보았다. 분리막은 $400^{\circ}C$에서 sweep 가스를 사용하지 않고 순수 수소, 수소/이산화탄소, 수소/일산화탄소의 혼합가스를 1.5~8.0 bar의 압력으로 실험하였다. Sweep 가스를 사용하지 않고 수소만을 공급한 투과 실험에서 팔라듐 코팅된 $V_{99.8}B_{0.2}$ 합금 분리막(두께 : 0.5 mm)의 수소 투과량은 $40.7mL/min/cm^2$였다. 또한 수소/이산화탄소를 공급한 투과실험에서 $V_{99.8}B_{0.2}$ 합금 분리막의 수소 투과량은 $21.4mL/min/cm^2$였다. 수소/이산화탄소 및 수소/일산화탄소 혼합가스를 각각 공급할 때 투과량은 압력에 상관없이 수소 분압 감소 만큼 감소하였고 모든 경우 Sievert 법칙을 잘 만족시켰다. 투과 후 분리막의 XRD, SEM/EDX 결과로부터 $V_{99.8}B_{0.2}$ 합금 분리막은 여러 혼합가스에 대해 안정성과 내구성이 우수하다는 것을 알 수 있었다.

• Membrane and Water Treatment
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• 제8권4호
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• pp.323-336
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• 2017

The main challenge in many applications of acetic acid is acid dehydration and its recovery from wastewater streams. Therefore, the performance of polyamide thin film composite is evaluated to separate acetic acid from water. To reach this goal, the formation of polyamide layer on polysulfone support membrane was investigated via interfacial polymerization (IP) of meta-phenylenediamine (MPD) in water with trimesoyl chloride (TMC) in hexane. Also, the effect of synthesis conditions, such as concentration of monomers and curing temperature on separation of acetic acid from water were investigated by reverse osmosis process. Moreover, the separation mechanism was discussed. The solute permeation was carried out under applied pressure of 5 bar at $25^{\circ}C$. Surface properties of TFC membrane were characterized by ATR-FTIR, SEM and AFM. The performance test indicated that 3.5 wt% of MPD, 0.35 wt% of TMC and curing temperature of $75^{\circ}C$ are the optimum conditions. Moreover, the permeate flux was $4.3{\frac{L}{m^2\;h}}$ and acetic acid rejection was about 43% at these conditions.

• Advances in concrete construction
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• 제14권3호
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• pp.205-214
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• 2022

Due to seawater's physical and chemical deterioration effects on concrete structures, it is crucial to investigate the durability of these structures in marine environments. In some conditions, concrete structures are exposed to seawater from the first days of construction or because of the lack of potable water, part of the concrete curing stage is done with seawater. In this research, the effects of exposure to seawater after 7 days of curing in standard conditions were evaluated. To improve the durability of concrete, fly ash has been used as a substitute for a part of the cement in the mixing design. For this purpose, 5, 15, and 30% of the mixing design cement were replaced with type F fly ash, and the samples were examined after curing in seawater. The resistance of concrete against chloride ion penetration based on the rapid chloride penetration test (RCPT), water permeability based on the depth of water penetration under pressure, and water absorption test was done. The changes in the compressive strength of concrete in different curing conditions were also investigated. The results show that the curing in seawater has slightly reduced concrete resistance to chloride ion permeation. In the long-term, samples containing FA cured in seawater had up to 10% less resistance to chloride ion penetration. The amount of reduction in chloride ion penetration resistance was more for samples without FA. Whiles, for both curing conditions in the long-term up to 15%, FA improved the chloride ion penetration resistance up to 40%. Curing in seawater slightly increased the penetration depth of water under pressure in samples containing FA, while this increase was up to 12% for samples without FA. In the long-term the compressive strength of samples cured in seawater is not much different from the compressive strength of samples cured in plain water, while at the age of 28 days, due to seawater salts' accelerating effects the difference is more noticeable.

• 멤브레인
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• 제19권1호
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• pp.25-33
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• 2009

PES/DMF/TSA/PVP 고분자용액을 물에 침지시 시키는 상전이 공정을 통하여 비대칭성이 향상된 PES 멤브레인을 제조하였다. PES (polyethersulfone) 용액에 응고제 (p-toluenesulfonic acid, TSA)와 습윤제 고분자 (polyvinylpyrrolidone, PVP)의 첨가와 습윤 상태에 노출 시간으로 일어나는 멤브레인 표면의 pre-coagulation 현상은 멤브레인의 구조적 특성과 투과량 특성에 있어 중요한 역할을 한다. PES 용액은 폴리에스터 필름에 코팅된 후 약 $72{\sim}144$초 동안 80%의 습도하에서 공기에 노출된 후 응고조에 침지되었다. Capillary flow porometer, FE-SEM과 수투과 평가장치를 통하여 멤브레인의 특성을 살펴보았다. TSA 20 wt%와 PVP 10 wt%가 첨가된 11 wt%의 PES 용액에서 멤브레인 구조의 비대칭성이 크게 향상되었으며 최소 기공충의 두께도 얇아짐을 볼 수 있었다. 그 결과로 수투과량에 큰 증가를 가져옴을 볼 수 있었다.